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  • Users: erginc
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  1. erginc

    Sudden jump in Pier Shear Forces

    Hi all, I am new to eng-tips, found most of my answers in old topics but this time I need to write and ask about it. I have a 37 story building including 3 basement floors. Wall Pier P4 extends from BASE to 29th story. Its length at lower stories (first 3 story to be exact) is 4.7m, and upper...
  2. erginc

    UBC live load reduction for seismic load.

    I am new to the forum so hi to all. Here is my first question. We are designing some office buildings using UBC. I am new to UBC. In our own seismic design code in Turkey, we have a factor for reducing live load contribution to the seismic weight (n). For office building it is n=0,3. So for...

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